HomeMy WebLinkAboutSDP200500125 Calculations 2006-06-06 STORM SEWER DESIGN CALCULATIONS
JUN 0 6 2006
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J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc I-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
- 1 - -2- -3- -4- -5- -6- -7- -8- -9 10 11 12 13 14 15 16 17 18 19
128 126 0.02 0.9 0.02 0.02 5.00 6.80 0.12 637.00 636.80 24.69 0.81% 15.00 5.81 1.90 13.0 0.2 2.0
126 124 0.14 0.43 0.06 0.08 8.50 5.90 0.46 636.70 636.30 56.93 0.70% 15.00 5.41 2.63 21.6 0.7 2.9
124 122 0.14 0.55 0.08 0.24 8.86 5.83 1.42 636.20 635.45 73.57 1.02% 15.00 6.52 4.20 17.5 2.0 4.7
122 120 0.17 0.45 0.08 0.32 9.15 5.77 1.84 635.35 634.75 77.34 0.78% 15.00 5.69 4.13 18.7 2.6 4.5
120 118 0.2 0.55 0.11 0.43 9.50 5.70 2.45 630.75 624.23 160.74 4.06% 15.00 13.01 8.08 19.9 3.5 8.9
118 116 0.13 0.9 0.12 0.90 10.06 5.59 5.03 620.23 615.70 121.47 3.73% 15.00 12.47 9.60 12.7 9.2 11.1
116 114 0.065 0.9 0.06 1.02 10.27 5.55 5.65 611.70 611.00 24.76 2.83% 15.00 10.86 8.92 2.8 13.1 10.7
114 112 0.019 0.9 0.02 1.57 12.40 5.22 8.20 607.00 605.80 45.44 2.64% 15.00 10.50 9.44 4.8 20.7 16.9
112 110 0.011 0.9 0.01 1.77 12.48 5.20 9.21 601.80 598.70 136.71 2.27% 15.00 9.73 9.01 15.2 22.7 18.5
110 108 0.098 0.9 0.09 1.86 12.73 5.15 9.57 597.00 596.30 34.38 2.04% 18.00 14.99 8.99 3.8 23.2 13.1
108 106 0.15 0.9 0.14 2.10 12.80 5.14 10.81 596.20 595.00 87.34 1.37% 18.00 12.31 7.85 11.1 26.1 14.7
106 Det.1 in 0.07 0.9 0.06 2.27 12.98 5.10 11.59 591.00 590.50 22.71 2.20% 18.00 15.59 9.65 2.4 31.3 17.7
Det.1 in Det.1 out 0 0 0.00 6.14 13.60 4.98 30.60 584.00 583.11 178.00 0.50% 96.00 644.94 6.35 28.0 112.7 9.6
Det.1 ou 104 0 0 0.00 6.14 14.06 4.89 30.60 583.01 582.50 20.53 2.48% 30.00 64.65 12.94 1.6 112.7 23.0
104 102 0.02 0.35 0.01 6.15 14.09 4.89 30.60 580.60 579.30 138.41 0.94% 30.00 39.75 8.90 15.5 112.7 23.0
102 POND 0.14 0.35 0.05 6.20 14.35 4.86 30.60 579.20 579.00 23.48 0.85% 30.00 37.86 8.58 2.7 112.7 23.0
130 106 0.084 0.9 0.08 0.11 10.39 5.52 0.73 595.50 595.00 8.80 5.68% 15.00 15.40 6.21 1.4 5.2 11.3
132 112 0.12 0.9 0.11 0.19 7.17 6.25 1.17 605.70 605.00 31.97 2.19% 15.00 9.56 5.20 6.1 2.3 6.4
134 118 0.22 0.7 0.15 0.22 7.05 6.29 1.41 624.75 624.23 28.00 1.86% 15.00 8.80 5.25 5.3 2.0 5.S
138 136 0.05 0.9 0.05 0.05 5.00 6.80 0.31 607.73 607.62 21.41 0.51% 15.00 4.63 2.10 10.2 0.4 2.3
136 114 0.05 0.9 0.05 0.54 12.05 5.29 2.83 607.52 607.1 81.77 0.51% 15 4.63 3.95 20.7 8.4 6.9
1
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc I-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr._ TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
-1 - -2- -3- -4- -5- -6- -7- -8- -9- - 10- - 11 - - 12- - 13- - 14- - 15- - 16- - 17- - 18- - 19-
142 140 0.02 0.9 0.02 0.02 5.00 6.80 0.12 640 639.5 26.03 1.92% 15 8.95 2.54 10.3 0.2
140 124 0.12 0.58 0.07 0.09 6.50 6.40 0.56 639.4 636.3 72.77 4.26% 15 13.33 5.14 14.2 0.8 5.S
224 222 0.1 0.9 0.09 0.09 5.00 6.80 0.61 615.5 615.3 21.4 0.93% 15 6.24 3.22 6.6 0.9 3.5
222 220 0.1 0.9 0.09 0.18 5.11 6.77 1.22 613.79 608.24 333 1.67% 15 8.34 10.69 69.9 1.7 5.3
220 218 0.12 0.9 0.11 0.65 12.47 5.21 3.37 605.6 603.35 39.44 5.70% 15 15.43 9.93 4.0 14.7 14.3
218 216 0.08 0.9 0.07 0.72 12.53 5.19 3.73 601.17 600.5 31.51 2.13% 15 9.42 7.17 4.4 15.2 12.4
216 214 0.066 0.9 0.06 0.78 12.61 5.18 4.03 600.4 600 27.71 1.44% 15 7.76 6.38 4.3 15.6 12.7
214 212 0.46 0.9 0.41 1.50 12.68 5.16 7.76 598 597.5 53.73 0.93% 18 10.13 6.30 8.5 28.4 16.1
212 210 0.51 0.9 0.46 1.96 12.82 5.14 10.07 596.5 595 70.27 2.13% 18 15.35 9.26 7.6 31.7 17.9
210 208 0.04 0.9 0.04 2.00 12.95 5.11 10.21 592.87 592.65 17.96 1.22% 18 11.63 7.41 2.4 31.9 18 0
208 Det.2 in 0.091 0.9 0.08 2.08 12.99 5.10 10.61 592 591.5 35.07 1.43% 30 48.98 7.88 4.4 32.5 10.6
Det.2 in Det.2 ou 0 0 0.00 5.38 13.59 4.98 26.81 590.18 589.29 178 0.50% 96 644.94 6.07 29.3 91.6 9.0
Det.2 ou 206 0 0 0.00 5.38 14.08 4.89 26.81 589.18 588.98 39.36 0.51% 30 29.24 6.75 5.8 91.6 18.7
206 204 0.3 0.35 0.11 5.49 14.18 4.88 26.81 585.5 584.62 175.74 0.50% 30 29.02 6.70 26.2 91.6 18.7
204 202 0.25 0.35 0.09 5.58 14.62 4.84 26.98 583 580 147.03 2.04% 30 58.59 11.62 12.7 91.6 18 7
202 POND 0.19 0.35 0.07 5.64 14.83 4.82 27.18 577.3 577 37.32 0.80% 30 36.78 8.16 4.6 91.7 18.7
226 220 0.21 0.9 0.19 0.36 12.37 5.23 2.36 607.86 607.6 26.19 1.00% 15 6.45 4.80 5.5 12.6 10.3
234 232 0.25 0.8 0.20 0.20 6.00 6.50 1.30 630 619 68.71 16.01% 15 25.85 10.88 6.3 1.8 II7
232 230 0.15 0.35 0.05 0.25 10.00 5.60 1.41 618 611 45.06 15.53% 15 25.46 11.15 4.0 2.0 12.0
230 228 0.12 0.62 0.07 0.81 13.313 5.04 4.06 609 602.6 59.51 10.75% 15 21.18 13.15 4.5 37.8 30.8
228 214 0.07 0.59 0.04 0.92 13.425 5.01 4.60 602.5 600 82.29 3.04% 15 11.26 8.67 9.5 56.8 46.3
•
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc 1-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
-1 - -2- -3- -4- -5- -6- -7- -8- -9- - 10- - 11 - - 12- - 13- - 14- - 15- - 16- - 17- - 18- - 19-
YD81 134 0.20 0.35 0.07 0.07 7.0 6.30 0.44 630.65 630.35 12.21 2.46% 12 6.05 4.45 2.7 0.6 4.9
YD78 132 0.23 0.35 0.08 0.08 7.0 6.29 0.50 616.32 614.15 43.46 4.99% 12 8.62 5.90 7.4 1.3 7.9
YD74 108 0.31 0.35 0.11 0.11 7.2 6.25 0.69 600.69 599.77 43.48 2.12% 12 5.61 4.77 9.1 2.3 6.8
YD66 118 0.37 0.35 0.13 0.13 10.0 5.60 0.73 628.65 628.17 17.7 2.71% 12 6.36 5.27 3.4 3.1 8.0
YD64 116 0.17 0.35 0.06 0.06 10.1 5.59 0.73 618.03 615.89 42.85 4.99% 12 8.63 6.55 6.5 3.6 10.4
YD60 110 0.31 0.35 0.11 0.11 10.2 5.57 0.73 601.23 601.14 18.47 0.49% 12 2.69 2.89 6.4 4.4 5.6
YD58 130 0.09 0.35 0.03 0.03 10.3 5.55 0.73 597.05 595.9 38.33 3.00% 12 6.69 5.54 6.9 4.6 9.2
YD52 136 0.89 0.5 0.45 0.45 12.0 5.30 2.36 610.74 610.48 18.87 1.38% 12 4.53 5.82 3.2 7.8 9.9
YD31 214 0.89 0.35 0.31 0.31 12.1 5.29 2.36 603.15 601.55 81.95 1.95% 12 5.39 6.62 12.4 10.1 12.8
YD25 226 0.49 0.35 0.17 0.17 12.3 5.25 2.36 612.25 611.08 48.81 2.40% 12 5.98 7.11 6.9 11.3 14.4
YDIO 218 0.20 0.35 0.07 0.07 12.4 5.23 2.36 603.91 603.5 17.35 2.36% 12 5.93 7.06 2.5 11.8 15.0
YD23 216 0.20 0.35 0.07 0.07 12.4 5.22 2.36 604.25 604 46.01 0.54% 12 2.85 4.04 11.4 12.3 15.7
YD2I 212 0.05 0.9 0.05 0.05 12.6 5.18 2.36 599.9 599.7 13.45 1.49% 12 4.71 5.99 2.2 12.6 16.1
YD19 210 0.08 0.9 0.07 0.07 12.6 5.17 2.36 593.06 592.97 19.79 0.45% 12 2.60 3.75 5.3 13.1 16.7
YDI2 220 0.74 0.35 0.26 0.26 12.7 5.15 2.36 610.07 609.6 50.83 0.92% 12 3.71 4.98 10.2 15.1 19.2
YD7 208 0.21 0.35 0.07 0.07 12.9 5.12 2.36 594.58 594.39 37.97 0.50% 12 2.73 3.90 9.7 15.6 I9.S
YD33 230 0.80 0.35 0.28 0.28 13.1 5.09 2.36 613.7 610.91 55.86 4.99% 12 8.63 9.26 6.0 17.2 21.9
YD39 230 0.57 0.35 0.20 0.20 13.2 5.07 2.36 611.67 608.94 74.35 3.67% 12 7.40 8.28 9.0 18.6 23.7
YD37 228 0.08 0.9 0.07 0.07 13.3 5.04 2.36 604.2 603.25 45.55 2.09% 12 5.57 6.77 6.7 19.1 24.3
YD85 Det.1 in 1.50 0.65 0.98 1.05 13.4 5.01 5.24 588.36 588.07 11.7 2.48% 12 6.08 8.69 1.3 26.0 33.2
YD84 Det.1 in 0.06 0.44 0.03 1.07 13.4 5.01 5.37 586.49 586.2 12.86 2.26% 12 5.80 8.38 1.5 26.2 33.4
YD2 Det.2 in 1.18 0.45 0.53 1.60 13.5 5.01 8.02 598.75 595.46 65.90 4.99% 12 8.62 12.47 5.3 30.0 38.2
YDI Det.2 in 0.11 0.90 0.10 1.70 13.6 4.99 8.49 586.60 585.40 24.09 4.98% 12 8.61 12.50 1.9 30.7 39.1
YD7I Det.1 in 0.08 0.70 0.06 1.76 13.6 4.98 8.75 594.37 592.00 7.06 33.57% 12 22.36 26.60 0.3 31.1 39 6
•
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc I-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
- 1 - -2- -3 - -4- -5- -6- -7- -8- -9 10 11 12 13 14 15 16 17 - 18- - 19-
238 236 0.16 0.55 0.09 0.09 6.00 6.50 0.57 619.87 619.60 52.20 0.52% 15 4.65 2.53 20.6 0.8
236 226 0.10 0.55 0.06 (114 6.3 6.43 (1.92 619.00 609.38 89.45 10.75% 15 21.18 8.55 10.5 1.3
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc I-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
- 1 - -2- -3 - -4- -5 - -6- -7- - 8- -9 10 II 12 13 14 15 16 17 - 18- - 19-
312 310 1.25 0.4 0.50 0.50 11.00 5.40 2.70 606.50 606.00 35.44 1.41% 15.00 7.67 5.64 6.3 3.9 0
310 308 0.48 0.5 0.24 0.92 13.00 5.10 4.70 602.90 602.75 25.34 0.59% 15.00 4.97 4.60 5.5 6.6 5.4
308 306 0.09 0.88 0.08 1.00 13.09 5.08 5.09 600.10 599.00 123.22 0.89% 15.00 6.10 5.55 22.2 7.2 5.9
306 304 0.21 0.65 0.14 1.14 13.46 5.01 5.70 596.30 596.10 32.36 0.62% 18.00 8.26 5.04 6.4 8.1 5.3
304 302 0.55 0.9 0.50 1.63 13.57 4.99 8.14 596.00 595.80 14.86 1.35% 18.00 12.19 7.35 2.0 11.6 7.8
302 OUT 0 0 0.00 1.63 13.60 4.98 8.14 595.00 594.50 34.59 1.45% 18.(10 12.63 7.57 4.6 11.6 8.1
316 314 0.06 0.9 0.05 0.05 5.00 6.80 0.37 603.80 603.45 47.26 0.74% 15.00 5.56 2.53 18.7 0.5 2.
314 310 0.16 0.8 0.13 0.18 5.31 6.71 122 603.35 603.00 23.72 1.48% 15.00 7.85 4.58 5.2 1.7 5.1
t,.'L,7-g /Zoof biz/I,is
J.N. 22816 PROJECT Kenridge
[AD 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc I-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
- 1 - -2- -3- -4- -5- -6- -7- -8- -9 10 11 12 13 14 15 16 17 18 19
93 91 0.05 0.65 0.03 0.03 8.50 5.90 0.19 635.04 632.05 59.87 4.99% 12.00 8.63 4.41 13.6 0.3 4.9
91 90 0.15 0.45 0.07 0.11 12.00 5.30 0.59 628.05 623.38 93.34 5.00% 12.00 8.63 6.13 15.2 0.8 6.8
90 89 0.26 0.48 0.12 0.24 13.50 5.00 1.18 619.38 615.08 86.00 5.00% 12.00 8.63 7.52 11.4 1.7 8 4
89 88 0.22 0.48 0.11 0.34 14.00 4.90 1.67 611.08 608.16 58.35 5.00% 12.00 8.63 8.37 7.0 2.4 9.3
88 87 0.23 0.41 0.09 0.44 16.00 4.70 2.05 601.06 598.56 49.93 5.01% 12.00 8.64 8.99 5.6 2.9 9.9
87 86 0.65 0.37 0.24 0.68 16.09 4.68 3.16 597.46 593.25 84.46 4.98% 12.00 8.62 10.02 8.4 4.5 11.1
86 85 0.41 0.42 0.17 0.85 16.23 4.65 3.95 594.25 588.46 94.67 6.12% 12.00 9.55 11.48 8.2 5.6 12.6
85 Det 1 0.25 0.47 0.12 0.97 19.00 4.30 4.15 588.36 588.07 11.70 2.48% 12.00 6.08 8.30 1.4 5.9 8.8
84 Det 1 0.06 0.44 0.03 0.03 9.00 5.80 0.15 588.50 585.00 19.59 17.87% 12.00 16.31 6.01 3.3 0.2 7.2
92 91 0.03 0.35 0.01 0.01 6.00 6.50 0.07 630.50 630.00 35.76 1.40% - 12.00 4.56 2.02 17.7 0.1 2.3
6 5 0.06 0.9 0.05 0.05 6.00 6.50 0.35 619.78 619.23 109.07 0.50% 12.00 2.74 2.38 45.8 0.5 2.6
5 4 0.13 0.65 0.08 0.14 6.76 6.35 0.88 619.13 612.53 135.50 4.87% 12.00 8.52 6.87 19.7 1.2 7.6
4 3 0.16 0.52 0.08 0.22 7.09 6.27 1.39 612.43 605.11 92.63 7.90% 12.00 10.85 9.46 9.8 2.0 10.3
3 2 0.13 0.6 0.08 0.30 7.26 6.22 1.87 605.01 598.85 65.20 9.45% 12.00 11.86 10.82 6.0 2.6 11.9
2 Det 2 0.11 0.6 0.07 0.37 7.36 6.19 2.26 598.75 593.76 69.71 7.16% 12.00 10.33 10.39 6.7 3.2 11.6
1 Det 2 0.11 0.5 0.06 0.06 6.00 6.50 0.36 589.91 589.81 14.33 0.70% 12.00 3.22 2.67 5.4 0.5 2.9
83 82 0.04 0.66 0.03 0.03 6.00 6.50 0.17 641.11 636.85 42.56 10.01% 12.00 12.21 5.41 7.9 0.2 5.8
82 81 0.03 0.72 0.02 0.05 6.13 6.47 0.31 636.75 630.75 60.03 10.00% 12.00 12.20 6.23 9.6 0.4 7.0
81 134 0.04 0.67 0.03 0.07 6.29 6.44 0.48 630.65 630.35 12.21 2.46% 12.00 6.05 4.60 2.7 0.7 5.0
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc 1-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
-1 - -2- -3- -4- -5- -6- -7- -8- -9- - 10- - 11 - - 12- - 13- - 14- - 15- - 16- - 17- - 18- - 19-
80 79 0.03 0.67 0.02 0.02 6.00 6.50 0.13 624.84 622.75 41.83 5.00% 12 8.63 3.82 10.9 0.2 4.4
79 78 0.04 0.71 0.03 0.05 6.18 6.46 0.31 620.75 616.75 41.94 9.54% 12 11.92 6.47 6.5 0.4 7.2
78 132 0.04 0.69 0.03 0.08 6.29 6.44 0.49 616.32 614.15 43.46 4.99% 12 8.62 5.90 7.4 0.7 6 6
77 76 0.04 0.71 0.03 0.03 6.00 6.50 0.18 614.23 609.58 61.94 7.51% 12 10.58 5.05 12.3 0.3 5.4
76 75 0.04 0.69 0.03 0.06 6.20 6.46 0.36 606.97 606.75 43.76 0.50% 12 2.74 2.40 18.2 0.5 2.7
75 74 0.04 0.68 0.03 0.08 6.51 6.40 0.53 604.57 604.15 42.54 0.99% 12 3.84 3.42 12.4 0.7 3.7
74 108 0.04 0.7 0.03 0.11 6.72 6.36 0.71 601.94 599.77 43.48 4.99% 12 8.62 6.55 6.6 1.0 7.1
73 72 0.04 0.68 0.03 0.03 6.00 6.50 0.18 600.48 597.6 42.9 6.71% 12 10.00 4.78 9.0 0.2 5 I
72 71 0.04 0.71 0.03 0.06 6.15 6.47 0.36 597.5 594.25 48.26 6.73% 12 10.02 5.74 8.4 0.5 6 6
71 Det 1 0 0 0.00 0.06 6.29 6.44 0.36 592.04 592 7.06 0.50% 12 2.73 2.38 3.0 0.5 2 6
69 68 0.07 0.58 0.04 0.04 9.00 5.80 0.24 637.21 636.75 24.23 1.90% 12 5.32 3.35 7.2 0.3 3.6
68 67 0.04 0.7 0.03 0.07 9.12 5.78 0.40 636.65 632.68 42.92 9.25% 12 11.74 6.73 6.4 0.6 7 4
67 66 0.04 0.7 0.03 0.10 9.23 5.75 0.56 632.58 628.75 41.53 9.22% 12 11.72 7.39 5.6 0.8 S.3
66 118 0.04 0.72 0.03 0.13 9.32 5.74 0.72 628.65 628.17 17.7 2.71% 12 6.36 5.27 3.4 1.0 5 9
65 64 0.04 0.72 0.03 0.03 6.00 6.50 0.19 622.88 620.75 42.52 5.01% 12 8.64 4.41 9.6 0.3 4 7
64 116 0.04 0.7 0.03 0.06 6.16 6.47 0.37 618.68 615.89 42.85 6.51% 12 9.85 5.93 7.2 0.5 6 5
63 62 0.04 0.7 0.03 0.03 6.00 6.50 0.18 610.28 608.58 43.59 3.90% 12 7.62 3.89 11.2 0.3 4 4
62 61 0.04 0.68 0.03 0.06 6.19 6.46 0.36 607.51 605.92 42.12 3.77% 12 7.50 4.73 8.9 0.5 5 3
61 60 0.04 0.69 0.03 0.08 6.335 6.43 0.53 604.42 603.25 42.06 2.78% 12 6.44 4.89 8.6 0.7 5.3
60 110 0.04 0.67 0.03 0.11 6.4784 6.40 0.70 601.23 601.14 18.47 0.49% 12 2.69 2.85 6.5 1.0 3.1
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE- ACCUM- tc 1-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
- 1 - -2- -3 - -4- -5 - -6- -7- -8 - -9- 10 II 12 13 14 15 16 17 - 18- - 19-
59 58 0.04 0.69 0.03 0.03 6 6.50 0.18 599.12 598.05 38.32 2.79% 12 6.45 3.50 11.0 0.3 3.9
58 130 0 0 0.00 0.00 6.1825 6.46 0.18 597.05 595.9 38.33 3.00% 12 6.69 3.63 10.6 0.3 4.0
57 55 0.19 0.47 0.09 0.09 12.5 5.20 0.46 628.24 620.14 81.04 10.00% 12 12.20 7.35 11.0 0.7 8.0
55 54 0.2 0.48 0.10 0.10 17.985 4.40 0.75 620.04 615.25 47.9 10.00% 12 12.21 8.36 5.7 2.2 11.8
54 52 0.03 0.35 0.01 0.01 18.08 4.39 0.75 612.41 611.73 59.96 1.13% 12 4.11 3.99 15.0 2.3 5.4
52 136 0.12 0.9 0.11 0.11 18.331 4.37 0.75 610.74 610.48 18.87 1.38% 12 4.53 4.22 4.5 3.1 6.2
53 52 0.03 0.9 0.03 0.03 5 6.80 0.18 611.73 610.84 139.63 0.64% 12 3.08 2.11 66.2 0.3 2.3
56 55 0.45 (1.38 0.17 0.17 17.9 4.41 0.75 623.17 621.51 33.23 5.00% 12 8.63 6.55 5.1 1.1 7.3
70 DETI 0.1 0.51 0.05 0.05 10.5 5.50 0.28 581.71 581.65 12.78 0.47,E 12 2.64 2.13 6.0 0.4 24
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc I-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
- 1 - -2- -3 - -4- -5- -6- -7- -8- -9- - 10- - 11 - - 12- - 13- - 14- - 15- - 16- - 17- - 18- - 19-
36 35 0.03 0.67 0.02 0.02 6.00 6.50 0.13 632.66 629.50 63.13 5.01% 12.00 8.64 3.83 16.5 0.2 4 4
35 34 0.46 0.41 0.19 0.21 12.50 5.20 1.09 629.21 619.71 113.67 8.36% 12.00 11.16 8.99 12.6 1.5 10.0
34 33 0.07 0.59 0.04 0.25 12.71 5.16 1.29 619.61 616.00 61.87 5.83% 12.00 9.32 8.32 7.4 1.8 9 0
33 230 0.05 0.69 0.03 0.28 12.83 5.13 1.46 615.90 610.50 55.86 9.67% 12.00 12.00 10.20 5.5 2.1 I I 4
41 40 0.1 0.54 0.05 0.05 11.00 5.40 0.29 615.50 613.50 68.97 2.90% 12.00 6.57 4.14 16.6 0.4 4.7
40 39 0.1 0.59 0.06 0.11 11.28 5.37 0.61 613.40 611.77 107.95 1.51% 12.00 4.74 4.13 26.1 0.9 4.5
39 230 0.16 0.53 0.08 0.20 11.71 5.33 1.05 611.67 608.94 74.35 3.67% 12.00 7.40 6.60 11.3 1.5 7.3
38 37 0.01 0.9 0.01 0.01 5.00 6.80 0.06 608.15 604.30 87.68 4.39% 12.00 8.09 2.98 29.4 0.1 3.3
37 228 0.06 0.9 0.05 0.06 6.00 6.50 0.41 604.20 603.25 45.55 2.09% 12.00 5.57 4.10 11.1 0.6 4.5
45 45a 0.05 0.9 0.05 0.05 5.00 6.80 0.31 605.86 605.50 41.47 0.87% 12.00 3.60 2.73 15.2 0.4 3.1
45a 45b 0.02 0.9 0.02 0.06 5.25 6.72 0.42 605.40 603.29 42.19 5.00% 12.00 8.63 5.68 7.4 0.6 6I
45b 45c 0.02 0.9 0.02 0.08 5.38 6.69 0.54 603.19 602.46 14.51 5.03% 12.00 8.66 5.93 2.4 0.8 6 8
45c 46 0.02 0.9 0.02 0.10 5.42 6.67 0.66 602.36 600 23 42.65 4.99% 12.00 8.63 6.34 6.7 0.9 7 1
46 43 0.11 0.9 0.10 0.20 5.53 6.64 1.31 599.16 590.52 85.38 10.12% 12.00 12.28 10.17 8.4 1.8 11.2
43 pond 0.05 0.9 0.05 0.30 5.67 6.60 1.96 582.00 578.28 41.63 8.94% 12.00 11.54 10.75 3.9 2.7 12.0
42 43 0.06 0.9 0.05 0.05 5.00 6.80 0.37 597.75 594.35 112.89 3.01% 12 6.70 4.41 25.6 0.5
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc 1-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
- 1 - -2- -3- -4- -5- -6- -7- -8- - --- - -- - - --- - --- - --- - --- - --- - 17--9- 7- - 18- - 19-
30 29 0.03 0.9 0.03 0.03 6.00 6.50 0.18 622 621.78 43.96 0.50% 12 2.73 1.94 22.7 0.2 2.1
29 28 0.03 0.9 0.03 0.05 6.38 6.42 0.35 621.68 621.44 43.84 0.50% 12 2.73 2.38 18.4 0.5 2.6
28 27 0.03 0.9 0.03 0.08 6.69 6.36 0.52 621.34 621.13 41.08 0.50% 12 2.73 2.65 15.5 0.7 2 9
27 26 0.02 0.9 0.02 0.10 6.94 6.31 0.62 617.21 616.89 51.1 1.53% 12 4.77 4.19 12.2 0.9 4 6
26 25 0.04 0.9 0.04 0.14 7.15 6.26 0.84 616.79 615.89 46.61 1.93% 12 5.36 4.89 9.5 1.2 5.4
25 226 0.04 0.9 0.04 0.17 7.31 6.21 1.06 614.4 611.08 48.81 2.40% 12 5.98 5.69 8.6 1.5 6.3
24 23 0.04 0.9 0.04 0.04 6.00 6.50 0.23 610.35 607.36 42.28 4.97% 12 8.60 4.67 9.1 0.3 5.2
23 216 0.04 0.9 0.04 0.07 6.15 6.47 0.47 607.26 604 46.01 0.54% 12 2.84 2.64 17.4 0.7 2.9
22 21 0.02 0.9 0.02 0.02 5.00 6.80 0.12 602.8 600 55.91 5.00% 12 8.63 3.82 14.6 0.2 4 I
21 212 0.03 0.9 0.03 0.05 5.24 6.73 0.30 599.9 599.77 13.45 0.97% 12 3.80 2.89 4.7 0.4 3 I
20 19 0.06 0.9 0.05 0.05 5.00 6.80 0.37 593.51 593.16 70.83 0.50% 12 2.73 2.38 29.8 0.5 2.6
19 210 0.02 0.9 0.02 0.07 5.50 6.65 0.48 593.06 592.97 19.79 0.50% 12 2.73 2.60 7.6 0.7 2.8
18 17 0.04 0.9 0.04 0.04 6.00 6.50 0.23 624.94 624.72 43.33 0.50% 12 2.73 2.07 20.9 0.3 2.3
17 16 0.03 0.9 0.03 0.06 6.35 6.43 0.41 624.62 624.42 40.85 0.50% 12 2.73 2.49 16.4 0.6 2.7
16 15 0.04 0.9 0.04 0.10 6.62 6.38 0.63 624.32 624.11 41.08 0.50% 12 2.73 2.79 14.7 0.9 3.1
15 14 0.04 0.9 0.04 0.14 6.87 6.33 0.85 624.01 623.25 53.73 1.41% 12 4.58 4.45 12.1 1.2 4.8
14 13 0.04 0.9 0.04 0.17 7.07 6.28 1.07 622.69 618.25 44.43 2.25% 12 5.79 5.62 7.9 1.5 6.1
13 12 0.06 0.9 0.05 0.23 7.20 6.24 1.40 618.15 612.62 55.29 2.13% 12 5.63 5.95 9.3 2.0 6.5
12 220 0.04 0.9 0.04 0.26 7.355 6.19 1.62 612.52 609.6 50.83 0.92% 12 3.70 4.54 11.2 2.3 4.9
t
J.N. 22816 PROJECT Kenridge
L&D 229 COUNTY Albemarle County
STORM SEWER DESIGN COMPUTATIONS DESIGNED BY Scott Collins 6/6/2006
CHECKED BY DATE 6/6/2006
AREA RUN- INLET RAIN- RUN- FULL
RUN-
FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL.
"A" COEF. INCRE-ACCUM- tc 1-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr.
acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
- 1 - -2- -3- -4- -5- -6- -7- -8- -9- 10 Il 12 13 14 15 16 17
11 10 0.04 0.9 0.04 0.04 6 6.50 0.23 609.54 607.41 42.52 5.01% 12 8.64 4.69 9.1 18- 19-
10 218 0.04 0.9 0.04 0.07 6.1512 6.47 0.47 603.91 603.5 17.35 2.36% 12 5.93 4.36 4.0 0.3 1.9
0.7 .9
9 8 0.04 0.9 0.04 0.04 6 6.50 0.23 600.96 600.75 41.19 0.51% 12 2.76 2.09 19.7 0.3 2.3
8 7 0.04 0.9 0.04 0.04 6.328 6.43 0.23 598.75 598.58 38.48 0.44% 12 2.57 2.01 19.2 0.6 2.7
7 208 0 0 0.00 0.00 6.6472 6.37 0.23 594.58 594.39 37.97 0.50% 12 2.73 2.07 18.3 0.6 2.8
51 50 0.03 0.9 0.03 0.03 5 6.80 0.18 603.76 595.13 86.28 10.00% 12 12.21 5.41 16.0 0.3 6.2
50 pond 0.08 0.9 0.07 0.07 5.2659 6.72 0.48 587.99 579.41 57.18 15.01% 12 14.95 8.57 6.7
0.9 10 2
49 48 0.03 0.9 0.03 0.03 5 6.80 0.18 588.52 584.97 71 5.00% 12 8.63 4.41 16.1 0.3 4.7
48 pond 0.03 0.9 0.03 0.03 5.2684 6.72 0.18 580.97 579.67 25.95 5.01% 12 8.64 4.41 5.9
0.5 5.9
47 46c 0.02 0.9 0.02 0.02 5 6.80 0.12 611.92 611.65 13.95 1.94% 12 5.37 2.74 5.1
46c 46b 0.02 0.9 0.02 0.02 5.0848 6.77 0.12 610.26 609.55 42.38 1.68% 12 5.00 2.55 16.6 0.3 3.5
46b 46a 0.02 0.9 0.02 0.02 5.3616 6.69 0.12 609.45 608.69 45.31 1.68% 12 5.00 2.55 17.7 0.5 4.0
46a 46 0.02 0.9 0.02 0.02 5.6573 6.60 0.12 608.59 599.26 39.63 23.54% 12 18.73 6.13 6.5 0.7 10.7
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PROJECT 22816
• HEC12 Version: V70112.2 User S/N: 77010018
Run Date: 06-05-2006
__________________________________________________________________________
INLET NUMBER 224 _
LENGTH 8.0 STATION 8+31
DRAINAGE AREA = 0.100 ACRES 0.
SUA CA- 0.090 I 4.0 CFS= C VALUE _ .900 _
0. 360 CO= 0.000 GUTTER FLOW090
GUTTER SLOPE = 0.0968 FT/FT 0. 360
PAVEMENT CROSS SLOPE = 0.0200 FT/FT
W/T
SPREAD W SW
1.22AD 2.0 0.0833 SW/SX Eo
4.2 1.00 a S'W SE
XXXXXXXXXX CURB INLET ON A .6 0 148 0.168
CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 7.6
CFS INTERCEPTED= 0.36 EFFICIENCY= 1.00
CFS CARRYOVER= 0.00
-------------------------------- - - ---__________
INLET NUMBER 224
LENGTH 8.0 STATION 8+31
DRAINAGE AREA = 0.100 ACRES
SUM 0.
CA 0.090 INT= 6. 50CFS= C VALUE _ .900 _
0. 585 CO= 0.000 GUTTER FLOW090
GUTTER SLOPE = 0.0968 FT/FT 0. 585
PAVEMENT CROSS SLOPE = 0.0200 FT/FT
W/T
SPREAD W SW
1.4 2.0 1.3 0.0833SW/SX Eo
4.2 a S W SE
1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9,4
CFS INTERCEPTED= 0, 57 EFFICIENCY= 0,97
CFS CARRYOVER= 0.02
=====---------------------------- - - --______ ____
LENGTH 8.0 STATION 8+31 -
INLET NUMBER 222
DRAINAGE AREA = 0. 100 ACRES
0.
SUA CA- 0.090 I 4.0 CFS= C VALUE _ .900 _
0. 360 CO= 0.000 GUTTER FLOW090
GUTTER SLOPE = 0.0968 FT/FT 0.360
PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W
1. 2 W/T SW SW/SX Eo a
2.0 1.64 0.0833 4.2
1.00 3,6 S W SE
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX 0.148
148 0.168
REQUIRED LENGTH= 7.6
CFS INTERCEPTED= 0.36 EFFICIENCY= 1.00
CFS CARRYOVER- 0.00
_____________________________________________________________________
INLET NUMBER 222
LENGTH 8.0 STATION --_____
DRAINAGE AREA = 8+31
A CA= 0.100 ACRES C VALUE _ .900
0.090
INT= 6. 50 CFS= 0. 585 CO= CAE = 0.090
0.000 GUTTER FLOW= 0. 585
GUTTER SLOPE = 0.0968 FT/FT
PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W
1.47 W/T SW SW/SX Eo a
2.0 1.36 0.0833 4.2
1.00 3.6 0S148 SE
0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9,4
CFS INTERCEPTED= 0. 57 EFFICIENCY= 0.97
CFS CARRYOVER= 0.02
Page 1
INLET NUMBER 220 LENGTH 10.0 STATION 11+36
DRAINAGE AREA = 0.163 ACRES C VALUE = .900 CA = 0.147
SUM CA= 0.147 INT= 4.00 CFS= 0. 587 CO= 0.000 GUTTER FLOW= 0. 587
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W 1.46 2.0 1. 37 0.0833 4.2 1E
1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9. 5 EFFICIENCY= 1.00
CFS INTERCEPTED= 0. 59 CFS CARRYOVER= 0.00
INLET NUMBER 220 LENGTH 10.0 STATION 11+36
DRAINAGE
I =E A
UMCA0.147 INT=0.163 6.50ESCFS= 0.954UECO= 90.000 GUTTER FLOW=47 0.954
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a
1.75 2.0 1.14 0.0833 4.2 S'W SE
1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 11.6 EFFICIENCY= 0.97
CFS INTERCEPTED= 0.93 CFS CARRYOVER= 0.03
INLET NUMBER 218 LENGTH 8.0 STATION 11+34
DRAINAGE AREA = 0.080 ACRES C VALUE = .900 CA = 0.072
SUM CA= 0.072 INT= 4.00 CFS= 0.288 CO= 0.000 GUTTER FLOW= 0.288
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.12 2.0 1. 79 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 7.0 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.29 CFS CARRYOVER= 0.00
INLET NUMBER 218 LENGTH 10.0 STATION 11+34
DRAINAGE AREA = 0.080 ACRES C VALUE = .900 CA = 0.072
SUM CA= 0.072 INT= 6. 50 CFS= 0.468 CO= 0.000 GUTTER FLOW= 0.468
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
W W/T SW
sP1.34 2.0 1.49 0.0833 4.2SX 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 8.6 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.47 CFS CARRYOVER= 0.00
INLET NUMBER 216 LENGTH 4.0 STATION 12+27
DRAINAGE AREA = 0.066 ACRES C VALUE _ .900 CA = 0.059
SUM CA= 0.059 INT= 4.00 CFS= 0.238 CO= 0.000 GUTTER FLOW= 0.238
Page 2
• GUTTER SLOPE = 0. 1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.04 2.0 1.93 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 6. 5 EFFICIENCY= 0.82
CFS INTERCEPTED= 0.20 CFS CARRYOVER= 0.04
INLET NUMBER 216 LENGTH 4.0 STATION 12+27
DRAINAGE
SUMCA=E AREA =
INT0666. 50ESCFS= 0. 386UECO=.900
0.000 GUTTER FLOW059 0.386
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.25 2.0 1.60 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 8.0 EFFICIENCY= 0.72
CFS INTERCEPTED= 0.28 CFS CARRYOVER= 0.11
INLET NUMBER 214 LENGTH 18.0 STATION 12+44
DRAINAGE AREA = 0.460 ACRES C VALUE = .900 CA = 0.414
SUM CA= 0.414 INT= 4.00 CFS= 1.656 CO= 0.040 GUTTER FLOW= 1.696
GUTTER SLOPE = 0. 1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
2.68 2.0 0. 75 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 14.8 EFFICIENCY= 1.00
CFS INTERCEPTED= 1.70 CFS CARRYOVER= 0.00
INLET NUMBER 214 LENGTH 18.0 STATION 12+44
DRAINAGE AREA = 0.460 ACRES C VALUE = .900 CA = 0.414
SUM CA= 0.414 INT= 6. 50 CFS= 2.691 CO= 0.110 GUTTER FLOW= 2.801
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
4.34 2.0 0.46 0.0833 4.2 0.93 3.6 0.148 0.158
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 19.0 EFFICIENCY= 0.99
CFS INTERCEPTED= 2. 79 CFS CARRYOVER= 0.01
INLET NUMBER 212 LENGTH 14.0 STATION 12+87
DRAINAGE AREA = 0. 510 ACRES C VALUE = .900 CA = 0.459
SUM CA= 0.459 INT= 4.00 CFS= 1.836 CO= 0.000 GUTTER FLOW= 1.836
GUTTER SLOPE = 0.0550 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
3.92 2.0 0. 51 0.0833 4.2 0.95 3.6 0.148 0.161
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
Page 3
REQUIRED LENGTH= 13.1 EFFICIENCY= 1.00
CFS INTERCEPTED= 1.84 CFS CARRYOVER= 0.00
INLET NUMBER 212 LENGTH 14.0 STATION 12+87
DRAINAGE AREA = 0. 510 ACRES C VALUE = .900 CA = 0.459
SUM CA= 0.459 INT= 6. 50 CFS= 2.984 CO= 0.000 GUTTER FLOW= 2.984
GUTTER SLOPE = 0.0550 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
5. 58 2.0 0. 36 0.0833 4.2 0.85 3.6 0.148 0.145
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 17.1 EFFICIENCY= 0.95
CFS INTERCEPTED= 2.84 CFS CARRYOVER= 0.14
INLET NUMBER 210 LENGTH 4.0 STATION 13+49
DRAINAGE AREA = 0.040 ACRES C VALUE = .900 CA = 0.036
SUM CA= 0.036 INT= 4.00 CFS= 0.144 CO= 0.000 GUTTER FLOW= 0.144
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 2.15 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 7.60 H = 0.460
DEPTH OF WATER = 0.04 SPREAD = 2.04
INLET NUMBER 210 LENGTH 4.0 STATION 13+49
DR
AINAGE AREA =
INT=406.50ESCFS= 0.234C VALUECO= 90.000 GUTTER FLOW=36 0.234
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 3.74 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 7.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 2.81
INLET NUMBER 208 LENGTH 6.0 STATION 13+49
DRAINAGE AREA = 0.091 ACRES C VALUE = .900 CA = 0.082
SUM CA= 0.082 INT= 4.00 CFS= 0.328 CO= 0.000 GUTTER FLOW= 0.328
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.87 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 3.01
Page 4
INLET NUMBER 208 LENGTH 6.0 STATION 13+49
DRAINAGE AREA = 0.091 ACRES C VALUE = .900 CA =
0.
SUM CA= 0.082 INT= 6. 50 CFS= 0. 532 CO= 0.000 GUTTER FLOW082 0. 532
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 6.60 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.08 SPREAD = 4.17
INLET NUMBER 238 LENGTH 8.0 STATION 10+11
DRAINAGE AREA = 0.100 ACRES C VALUE = .900 CA = 0.090
SUM CA= 0.090 INT= 6. 50 CFS= 0. 585 CO= 0.000 GUTTER FLOW= 0. 585
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
1.46 2.0 1.37 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9. 5 EFFICIENCY= 0.97
CFS INTERCEPTED= 0. 56 CFS CARRYOVER= 0.02
INLET NUMBER 238 LENGTH 8.0 STATION 10+11
DRAINAGE AREA = 0.100 ACRES C VALUE = .900 CA = 0.090
SUM CA= 0.090 INT= 6. 50 CFS= 0. 585 CO= 0.000 GUTTER FLOW= 0. 585
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.46 2.0 1.37 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9. 5 EFFICIENCY= 0.97
CFS INTERCEPTED= 0. 56 CFS CARRYOVER= 0.02
INLET NUMBER 236 LENGTH 6.0 STATION 10+64
DRAINAGE AREA = 0.047 ACRES C VALUE = .900 CA = 0.042
SUM CA= 0.042 INT= 4.00 CFS= 0.169 CO= 0.000 GUTTER FLOW= 0.169
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
0.91 2.0 2.19 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 5.6 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.17 CFS CARRYOVER= 0.00
Page 5
INLET NUMBER 236 LENGTH 6.0 STATION 10+64
DRAINAGE AREA = 0.047 ACRES C VALUE = .900 CA = 0.042
SUM CA= 0.042 INT= 4.00 CFS= 0.169 CO= 0.000 GUTTER FLOW= 0.169
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a
0.91 2.0 2.19 0.0833 4.2 S'W SE
1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 5.6 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.17 CFS CARRYOVER= 0.00
INLET NUMBER 226 LENGTH 8.0 STATION 12+20
DRAINAGE AREA = 0.063 ACRES C VALUE = .900 CA = 0.057
SUM CA= 0.057 INT= 4.00 CFS= 0.227 CO= 0.000 GUTTER FLOW= 0.227
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.02 2.0 1.96 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 6.4 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.23 CFS CARRYOVER= 0.00
INLET NUMBER 226 LENGTH 8.0 STATION 12+20
DRAINAGE AREA = 0.063 ACRES C VALUE = .900 CA = 0.057
SUM CA= 0.057 INT= 6. 50 CFS= 0.369 CO= 0.000 GUTTER FLOW= 0.369
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a
S'W SE
1.22 2.0 1.63 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 7.8 EFFICIENCY= 1.00
CFS INTERCEPTED= 0. 37 CFS CARRYOVER= 0.00
DR
AINAGE AREA =
INT2504.00ESCFS= 2.000UECO= 400 CA =0.000 GUTTER FLOW=00 2.000
GUTTER SLOPE = 0.0968 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
3.27 2.0 0.61 0.0833 4.2 0.98 3.6 0. 148 0. 165
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 15.9 EFFICIENCY= 0.98
CFS INTERCEPTED= 1.96 CFS CARRYOVER= 0.04
DRAINAGE AREA = 1.250 ACRES C VALUE = .400 CA = 0. 500
Page 6
SUM CA= 0. 500 INT= 6. 50 CFS= 3.250 CO= 0.000 GUTTER FLOW= 3.250
GUTTER SLOPE = 0.0968 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
4.90 2.0 0.41 0.0833 4.2 0.89 3.6 0.148 0.152
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 20. 5 EFFICIENCY= 0.87
CFS INTERCEPTED= 2.84 CFS CARRYOVER= 0.41
INLET NUMBER 310 LENGTH 10.0 STATION 6+77
DRAINAGE AREA = 0.480 ACRES C VALUE = . 500 CA = 0.240
SUM CA= 0.240 INT= 4.00 CFS= 0.960 CO= 0.000 GUTTER FLOW= 0.960
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 8.95 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 13.60 H = 0.460
DEPTH OF WATER = 0.10 SPREAD = 4.90
INLET NUMBER 310 LENGTH 10.0 STATION 6+77
DRAINAGE AREA = 0.480 ACRES C VALUE = . 500 CA = 0.240
SUM CA= 0.240 INT= 6. 50 CFS= 1. 560 CO= 0.000 GUTTER FLOW= 1. 560
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 11.18 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 13.60 H = 0.460
DEPTH OF WATER = 0.14 SPREAD = 6.77
INLET NUMBER 308 LENGTH 6.0 STATION 6+77
DRAINAGE AREA = 0.088 ACRES C VALUE = .900 CA = 0.079
SUM CA= 0.079 INT= 4.00 CFS= 0. 317 CO= 0.000 GUTTER FLOW= 0.317
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.75 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 2.95
INLET NUMBER 308 LENGTH 6.0 STATION 6+77
DRAINAGE AREA = 0.088 ACRES C VALUE = .900 CA = 0.079
SUM CA= 0.079 INT= 6. 50 CFS= 0. 515 CO= 0.000 GUTTER FLOW= 0. 515
Page 7
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 6.47 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.08 SPREAD = 4.08
INLET NUMBER 306 LENGTH 10.0 STATION 5+31
DRAINAGE AREA = 0.210 ACRES C VALUE = .650 CA = 0.136
SUM CA= 0.136 INT= 4.00 CFS= 0. 546 CO= 0.000 GUTTER FLOW= 0. 546
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 6.69 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 13.60 H = 0.460
DEPTH OF WATER = 0.07 SPREAD = 3. 36
INLET NUMBER 306 LENGTH 10.0 STATION 5+31
DRAINAGE AREA = 0.210 ACRES C VALUE = .650 CA = 0.136
SUM CA= 0.136 INT= 6. 50 CFS= 0.887 CO= 0.000 GUTTER FLOW= 0.887
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 8.61 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 13.60 H = 0.460
DEPTH OF WATER = 0.09 SPREAD = 4.64
INLET NUMBER 304 LENGTH 10.0 STATION 5+31
DRAINAGE AREA = 0.055 ACRES C VALUE = .900 CA = 0.050
SUM CA= 0.050 INT= 0.90 CFS= 0.198 CO= 0.000 GUTTER FLOW= 0.198
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 3.18 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 13.60 H = 0.460
DEPTH OF WATER = 0.03 SPREAD = 1. 71
INLET NUMBER 304 LENGTH 10.0 STATION 5+31
DRAINAGE AREA = 0.055 ACRES C VALUE = .900 CA = 0.050
SUM CA= 0.050 INT= 6. 50 CFS= 0. 322 CO= 0.000 GUTTER FLOW= 0.322
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
Page 8
• SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.81 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 13.60 H = 0.460
DEPTH OF WATER = 0.05 SPREAD = 2.36
INLET NUMBER 128 LENGTH 6.0 STATION 8+60
DRAINAGE AREA = 0.200 ACRES C VALUE = .900 CA = 0.180
SUM CA= 0.180 INT= 4.00 CFS= 0.720 CO= 0.000 GUTTER FLOW= 0.720
GUTTER SLOPE = 0.0771 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.65 2.0 1.21 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9.6 EFFICIENCY= 0.83
CFS INTERCEPTED= 0.60 CFS CARRYOVER= 0.12
INLET NUMBER 128 LENGTH 6.0 STATION 8+60
DRAINAGE AREA = 0.200 ACRES C VALUE = .900 CA = 0.180
SUM CA= 0.180 INT= 6. 50 CFS= 1.170 CO= 0.000 GUTTER FLOW= 1.170
GUTTER SLOPE = 0.0771 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.98 2.0 1.01 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 11.7 EFFICIENCY= 0.73
CFS INTERCEPTED= 0.85 CFS CARRYOVER= 0.32
INLET NUMBER 126 LENGTH 6.0 STATION 8+60
DRAINAGE AREA = 0. 140 ACRES C VALUE = .430 CA = 0.060
SUM CA= 0.060 INT= 4.00 CFS= 0.241 CO= 0.120 GUTTER FLOW= 0.361
GUTTER SLOPE = 0.0771 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.28 2.0 1. 57 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 7.1 EFFICIENCY= 0.96
CFS INTERCEPTED= 0. 35 CFS CARRYOVER= 0.01
INLET NUMBER 126 LENGTH 6.0 STATION 8+60
DRAINAGE AREA = 0.140 ACRES C VALUE = .430 CA = 0.060
SUM CA= 0.060 INT= 6. 50 CFS= 0.391 CO= 0.320 GUTTER FLOW= 0. 711
GUTTER SLOPE = 0.0771 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
1.65 2.0 1.22 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9. 5 EFFICIENCY= 0.83
CFS INTERCEPTED= 0. 59 CFS CARRYOVER= 0.12
Page 9
INLET NUMBER 124 LENGTH 8.0 STATION 5+30
DRAINAGE AREA = 0.140 ACRES C VALUE = .430 CA = 0.060
SUM CA= 0.060 INT= 6.50 CFS= 0.511 CO= 0.240 GUTTER FLOW= 0.511
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 6.45 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 11.60 H = 0.460
DEPTH OF WATER = 0.07 SPREAD = 3. 58
INLET NUMBER 124 LENGTH 8.0 STATION 5+30
DRAINAGE AREA = 0.140 ACRES C VALUE = .430 CA = 0.060
SUM CA= 0.060 INT= 6.50 CFS= 0.391 CO= 0.000 GUTTER FLOW= 0.391
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 5.49 (ft.)
XXX)UUUUUCX CURB INLET IN A SUMP XXX)UCXXXXX
P EFFEC. LENGTH = 11.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 2.99
INLET NUMBER 122 LENGTH 6.0 STATION 6+26
DRAINAGE AREA = 0.170 ACRES C VALUE = .450 CA = 0.076
SUM CA= 0.076 INT= 4.00 CFS= 0.306 CO= 0.000 GUTTER FLOW= 0.306
GUTTER SLOPE = 0.0430 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.34 2.0 1.49 0.0833 4.2 1.00 3.6 0.148 0.168
XX)UUUUUCXX CURB INLET ON A CONTINUOUS GRADE XXXXXX)UUUC
REQUIRED LENGTH= 5.6 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.31 CFS CARRYOVER= 0.00
INLET NUMBER 122 LENGTH 6.0 STATION 6+26
DRAINAGE AREA = 0.170 ACRES C VALUE = .450 CA = 0.076
SUM CA= 0.076 INT= 6.50 CFS= 0.497 CO= 0.000 GUTTER FLOW= 0.497
GUTTER SLOPE = 0.0430 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.61 2.0 1.25 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXX)UUU(
REQUIRED LENGTH= 6.9 EFFICIENCY= 0.98
CFS INTERCEPTED= 0.49 CFS CARRYOVER= 0.01
INLET NUMBER 120 LENGTH 8.0 STATION 7+11
DRAINAGE AREA = 0.200 ACRES C VALUE = .550 CA = 0.110
Page 10
• SUM CA= 0.110 INT= 4.00 CFS= 0.440 CO= 0.000 GUTTER FLOW= 0.440
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
1.31 2.0 1. 53 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 8.4 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.44 CFS CARRYOVER= 0.00
INLET NUMBER 120 LENGTH 8.0 STATION 7+11
DRAINAGE AREA = 0.200 ACRES C VALUE = . 550 CA = 0.110
SUM CA= 0.110 INT= 6. 50 CFS= 0.715 CO= 0.000 GUTTER FLOW= 0.715
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
1. 57 2.0 1.27 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 10.3 EFFICIENCY= 0.93
CFS INTERCEPTED= 0.67 CFS CARRYOVER= 0.05
INLET NUMBER 118 LENGTH 8.0 STATION 8+24
DRAINAGE AREA = 0.130 ACRES C VALUE = .900 CA = 0.117
SUM CA= 0.117 INT= 4.00 CFS= 0.468 CO= 0.110 GUTTER FLOW= 0. 578
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.45 2.0 1.38 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9.4 EFFICIENCY= 0.97
CFS INTERCEPTED= 0. 56 CFS CARRYOVER= 0.02
INLET NUMBER 118 LENGTH 8.0 STATION 8+24
DRAINAGE AREA = 0.130 ACRES C VALUE = .900 CA = 0.117
SUM CA= 0.117 INT= 6. 50 CFS= 0.760 CO= 0.280 GUTTER FLOW= 1.040
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.81 2.0 1.11 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 12.1 EFFICIENCY= 0.86
CFS INTERCEPTED= 0.89 CFS CARRYOVER= 0.15
INLET NUMBER 116 LENGTH 2.0 STATION 9+13
DRAINAGE AREA = 0.065 ACRES C VALUE = .900 CA = 0.058
SUM CA= 0.058 INT= 4.00 CFS= 0.234 CO= 0.020 GUTTER FLOW= 0.254
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
Page 11
SPREAD W W/T SW SW/SX EO a S'W SE
1.07 2.0 1.88 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 6.7 EFFICIENCY= 0.47
CFS INTERCEPTED= 0.12 CFS CARRYOVER= 0.13
INLET NUMBER 116 LENGTH 2.0 STATION 9+13
DRAINAGE AREA = 0.065 ACRES C VALUE = .900 CA = 0.058
SUM CA= 0.058 INT= 6. 50 CFS= 0. 380 CO= 0.150 GUTTER FLOW= 0. 530
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
1.40 2.0 1.42 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9.1 EFFICIENCY= 0.36
CFS INTERCEPTED= 0.19 CFS CARRYOVER= 0.34
INLET NUMBER 114 LENGTH 10.0 STATION 9+30
DRAINAGE AREA = 0.019 ACRES C VALUE = .900 CA = 0.017
SUM CA= 0.017 INT= 4.00 CFS= 0.068 CO= 0. 130 GUTTER FLOW= 0.198
GUTTER SLOPE = 0. 1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
0.97 2.0 2.06 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 6.0 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.20 CFS CARRYOVER= 0.00
INLET NUMBER 114 LENGTH 10.0 STATION 9+30
DRAINAGE AREA = 0.019 ACRES C VALUE = .900 CA = 0.017
SUM CA= 0.017 INT= 6. 50 CFS= 0.111 CO= 0.340 GUTTER FLOW= 0.451
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
1.32 2.0 1. 51 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 8. 5 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.45 CFS CARRYOVER= 0.00
INLET NUMBER 112 LENGTH 4.0 STATION 9+70
DRAINAGE AREA = 0.011 ACRES C VALUE = .900 CA = 0.010
SUM CA= 0.010 INT= 4.00 CFS= 0.040 CO= 0.000 GUTTER FLOW= 0.040
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
0. 53 2.0 3.77 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
Page 12
•
REQUIRED LENGTH= 3.1 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.04 CFS CARRYOVER= 0.00
INLET NUMBER 112 LENGTH 4.0 STATION 9+70
DRAINAGE AREA = 0.011 ACRES C VALUE = .900 CA = 0.010
SUM CA= 0.010 INT= 6. 50 CFS= 0.064 CO= 0.000 GUTTER FLOW= 0.064
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
0.64 2.0 3.14 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 3.7 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.06 CFS CARRYOVER= 0.00
INLET NUMBER 110 LENGTH 8.0 STATION 11+07
DRAINAGE AREA = 0.098 ACRES C VALUE = .900 CA = 0.088
SUM CA= 0.088 INT= 4.00 CFS= 0. 353 CO= 0.000 GUTTER FLOW= 0.353
GUTTER SLOPE = 0.0584 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.33 2.0 1. 50 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 6. 5 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.35 CFS CARRYOVER= 0.00
INLET NUMBER 110 LENGTH 8.0 STATION 11+07
DR
AINAGE AREA =
INT0986. 50ESCFS= 0. 573UECO= 900 CA =0.000 GUTTER FLOW=88 0. 573
GUTTER SLOPE = 0.0584 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.60 2.0 1.25 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 8.0 EFFICIENCY= 1.00
CFS INTERCEPTED= 0. 57 CFS CARRYOVER= 0.00
INLET NUMBER 108 LENGTH 8.0 STATION 11+33
DRAINAGE AREA = 0.150 ACRES C VALUE = .900 CA = 0.135
SUM CA= 0.135 INT= 4.00 CFS= 0. 540 CO= 0.000 GUTTER FLOW= 0. 540
GUTTER SLOPE = 0.0584 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1. 56 2.0 1.28 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 7.8 EFFICIENCY= 1.00
CFS INTERCEPTED= 0. 54 CFS CARRYOVER= 0.00
INLET NUMBER 108 LENGTH 8.0 STATION 11+33
Page 13
DRAINAGE AREA = 0. 150 ACRES C VALUE = .900 CA = 0.135
SUM CA= 0. 135 INT= 6. 50 CFS= 0.878 CO= 0.000 GUTTER FLOW= 0.878
GUTTER SLOPE = 0.0584 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX EO a S'W SE
1.88 2.0 1.07 0.0833 4.2 1.00 3 .6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9.6 EFFICIENCY= 0.96
CFS INTERCEPTED= 0.84 CFS CARRYOVER= 0.03
INLET NUMBER 106 LENGTH 4.0 STATION 12+20
DR
AINAGE AREA =
INT=704.00ESCFS= 0.252UECO= 900 CA =0.000 GUTTER FLOW= 0.252
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 3.98 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 7.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 2.96
INLET NUMBER 106 LENGTH 4.0 STATION 12+20
DRAINAGE AREA = 0.070 ACRES C VALUE = .900 CA = 0.063
SUM CA= 0.063 INT= 6. 50 CFS= 0.410 CO= 0.000 GUTTER FLOW= 0.410
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 5.65 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 7.60 H = 0.460
DEPTH OF WATER = 0.08 SPREAD = 4.09
INLET NUMBER 130 LENGTH 6.0 STATION 12+20
DRAINAGE AREA = 0.084 ACRES C VALUE = .900 CA = 0.076
SUM CA= 0.076 INT= 4.00 CFS= 0.302 CO= 0.000 GUTTER FLOW= 0.302
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.60 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 2.86
INLET NUMBER 130 LENGTH 6.0 STATION 12+20
DRAINAGE AREA = 0.084 ACRES C VALUE = .900 CA = 0.076
Page 14
SUM CA= 0.076 INT= 6. 50 CFS= 0.491 CO= 0.000 GUTTER FLOW= 0.491
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 6. 30 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.08 SPREAD = 3.95
INLET NUMBER 132 LENGTH 10.0 STATION 9+30
DRAINAGE AREA = 0.120 ACRES C VALUE = .900 CA = 0.108
SUM CA= 0.108 INT= 4.00 CFS= 0.432 CO= 0.000 GUTTER FLOW= 0.432
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1. 30 2.0 1. 54 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 8.3 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.43 CFS CARRYOVER= 0.00
INLET NUMBER 132 LENGTH 10.0 STATION 9+30
DRAINAGE AREA = 0.120 ACRES C VALUE = .900 CA = 0.108
SUM CA= 0.108 INT= 6. 50 CFS= 0. 702 CO= 0.000 GUTTER FLOW= 0.702
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1. 56 2.0 1.28 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 10.2 EFFICIENCY= 1.00
CFS INTERCEPTED= 0.70 CFS CARRYOVER= 0.00
INLET NUMBER 134 LENGTH 6.0 STATION 7+94
DRAINAGE AREA = 0.220 ACRES C VALUE = . 700 CA = 0.154
SUM CA= 0.154 INT= 4.00 CFS= 0.616 CO= 0.000 GUTTER FLOW= 0.616
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
1.48 2.0 1.35 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 9. 7 EFFICIENCY= 0.82
CFS INTERCEPTED= 0. 51 CFS CARRYOVER= 0.11
INLET NUMBER 134 LENGTH 6.0 STATION 7+94
DRAINAGE AREA = 0.220 ACRES C VALUE = . 700 CA = 0.154
SUM CA= 0.154 INT= 6. 50 CFS= 1.001 CO= 0.000 GUTTER FLOW= 1.001
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
Page 15
SPREAD W W/T SW SW/SX Eo a S'W SE
1.78 2.0 1.12 0.0833 4.2 1.00 3.6 0.148 0.168
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH= 11.9 EFFICIENCY= 0.72
CFS INTERCEPTED= 0.72 CFS CARRYOVER= 0.28
INLET NUMBER 138 LENGTH 6.0 STATION 5+65
DRAINAGE AREA = 0.050 ACRES C VALUE = .900 CA = 0.045
SUM CA= 0.045 INT= 4.00 CFS= 0.180 CO= 0.000 GUTTER FLOW= 0.180
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 2.87 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.04 SPREAD = 2.02
INLET NUMBER 138 LENGTH 6.0 STATION 0
DRAINAGE AREA = 0.050 ACRES C VALUE = .900 CA = 0.045
SUM CA= 0.045 INT= 6. 50 CFS= 0.292 CO= 0.000 GUTTER FLOW= 0.292
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.48 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 2.80
INLET NUMBER 136 LENGTH 6.0 STATION 5+63
DRAINAGE AREA = 0.050 ACRES C VALUE = .900 CA = 0.045
SUM CA= 0.045 INT= 4.00 CFS= 0.180 CO= 0.000 GUTTER FLOW= 0.180
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 2.87 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.04 SPREAD = 2.02
INLET NUMBER 136 LENGTH 6.0 STATION 5+63
DRAINAGE AREA = 0.050 ACRES C VALUE = .900 CA = 0.045
SUM CA= 0.045 INT= 6. 50 CFS= 0.292 CO= 0.000 GUTTER FLOW= 0.292
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.48 (ft.)
Page 16
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 9.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 2.80
INLET NUMBER 142 LENGTH 4.0 STATION 10+00
DRAINAGE AREA = 0.020 ACRES C VALUE = .900 CA = 0.018
SUM CA= 0.018 INT= 4.00 CFS= 0.072 CO= 0.000 GUTTER FLOW= 0.072
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 1. 57 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 7.60 H = 0.460
DEPTH OF WATER = 0.03 SPREAD = 1.28
INLET NUMBER 142 LENGTH 4.0 STATION 10+00
DRAINAGE AREA = 0.020 ACRES C VALUE = .900 CA = 0.018
SUM CA= 0.018 INT= 6. 50 CFS= 0.117 CO= 0.000 GUTTER FLOW= 0.117
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 1.89 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 7.60 H = 0.460
DEPTH OF WATER = 0.04 SPREAD = 1.77
INLET NUMBER 140 LENGTH 4.0 STATION 10+24.20
DRAINAGE AREA = 0.120 ACRES C VALUE = . 580 CA = 0.070
SUM CA= 0.070 INT= 4.00 CFS= 0.278 CO= 0.000 GUTTER FLOW= 0.278
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 4.32 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 7.60 H = 0.460
DEPTH OF WATER = 0.06 SPREAD = 3.16
INLET NUMBER 140 LENGTH 4.0 STATION 10+24.20
DRAINAGE AREA = 0.120 ACRES C VALUE = . 580 CA = 0.070
SUM CA= 0.070 INT= 6. 50 CFS= 0.452 CO= 0.000 GUTTER FLOW= 0.452
GUTTER SLOPE = 0.0010 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT
SPREAD AT A SLOPE OF .001 (ft./ft.) IS 6.00 (ft.)
XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX
P EFFEC. LENGTH = 7.60 H = 0.460
Page 17
DEPTH OF WATER = 0.09 SPREAD = 4.37
Page 18
Drop Inlets
STRUCTURE DRAINAGE
INLET TYPE AREA PERIMETER A C I Q D FLOW TYPE
(FT2) (FT) (ACRES) (IN/HR) (CFS) (IN)
1 228 DI-1 2.33 10.00 0.07 0.59 6.50 0.27 0.5 WEIR FLOW
2 230 DI-1 2.33 10.00 0.12 0.62 6.00 0.45 0.7 WEIR FLOW
3 232 DI-1 2.33 10.00 0.15 0.35 6.00 0.32 0.6 WEIR FLOW
4 202 DI-7I 6.23 12.84 0.19 0.35 6.20 0.41 0.6 WEIR FLOW
5 204 DI-7I 6.23 12.84 0.25 0.35 6.20 0.54 0.7 WEIR FLOW
6 206 DI-7I 6.23 12.84 0.30 0.35 6.90 0.72 0.8 WEIR FLOW
7 102 DI-7I 6.23 12.84 0.14 0.35 6.00 0.29 0.5 WEIR FLOW
8 104 DI-7I 6.23 12.84 0.02 0.35 7.10 0.05 0.1 WEIR FLOW
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
TIMMONS Confidential 6/6/2006 Page 1
Drop Inlets
STRUCTURE DRAINAGE
INLET TYPE AREA PERIMETER A C I Q D FLOW TYPE
(FT2) (FT) (ACRES) (IN/HR) (CFS) (IN)
1 312 DI-1 2.33 10.00 1.25 0.40 5.80 2.90 2.5 WEIR FLOW
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
TIMMONS Confidential 6/6/2006 Page 1
. r
DETENTION SYSTEM AND BIOFILTER
ROUTING CALCULATIONS
RECEIVED
JUN 0 6 2006
COMMUNITY DEVELOPMENT
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Type.... Chn-Circular
Name.... 30" RCP-1 Page 6.02
File.... J:\PPACK\Kenn\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
Solution to Mannings Open Channel Flow Equation
(Computed values are based on normal depth.)
CIRCULAR CROSS SECTION
Slope = .005000 ft/ft
Mannings n - 0.01300
Invert Elev. - .00 ft
Top of Channel - 2.50 ft
Diameter - 2.5000 ft
Elev. Depth Flow Vel. Area Top W. Wet.P. Rd Froude
(ft) (ft) (cfs) (ft/sec) (ft) No.
------- ------ (sq.ft) (ft) (ft)
1.850 1.85 26.03 6.68 3.8946 2.19 5.18 1.78 0.88
1.900 1.90 26.8 5.411.98 0 8
5 6.71 4.0028 2.14 5.29 1.87
. 50 2 6.72 4.1080 2.07 0.864
.00 28.35 6.73 4.2098 5.54 2.10 0.82
2.000 2.05 25 9.01 01 6.73 4.3079 1.92 5.66 2.24
2.150 2.15 2 . 6.711 6.73 4.4018 1.83 5.80 2.40 0.77
4.4910 2.22.200 0 2.20 30.57 6.68 4.5751 1.73 5.946.09 2.592 0.74
2.25 30.91 6.64 1.625 25 3.10 0.66
2.300 2,30 4.6533 1.50 6.25 3.10 0.66
2.3460 31.13 6.59 4.7248 1.36 6.42 3.48 0.62
2.35 31.20 6.52 4.7831 1.20 6.60 3.97 0.58
2.350 2.35
6.51 4.7885 1.19 6.62 4.03 0.57
2.400 2.40 31.2
2.400 6.42 4.8429
2.500 2 45 30.65 6.27 4.8853 .70 7.14 6.98 0.451
2
2.50 29.00 5.91 p . 6.98 0.
4.9087 ..000 7.85 ***+ .**,
S/N: 021C0162E1C4
PondPack Ver. 09.00.077,00 Timmons Group
Time: 4:56 PM Date: 6/2/2006
Type.... Channel Equations
Name.... 30" RCP-1
Page 6.03
File.... J:\PPACR\RenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
SOLUTION TO MANNINGS OPEN CHANNEL FLOW EQUATION
(Computed values are based on normal depth.)
Q = (k/n) * A * (R**2/3) * (S**1/2)
where:
English Units SI units
Q Channel flow ------
k - Mannings constantcfs CMS
n = Mannings n 1.485919 1.0
R = Hydraulic radius, A/Wp no units no units
ft
A = X-section flow area q m
WP = Wetted perimeter f -ft. sq.m.
S = Slope ft
ft/ft m/m
ADDITI AAL OUTPUT VARIABLES:
Hd = A/TpW
F = Vel / (g * Hd)**1/2
where:
English Units SI units
Vel= Velocity cfs
Q = Channel flow ft/sec m/sec
A = X-section flow area cros
Hd = Hydraulic depth ft•ft. sq.m.
TpW= Top width for flow area
g = Acceleration of ft m
F = Froude No, gravity ft/sec**2
no units musics*2
(Subcritical: F < 1; Critical: Fcults
= 1; Supercritical: F > 1)
S/N: 021C0162E1C4
PondPack Ver. 09.00.077,00 Tons Group
Time: 4:56 PM Date: 6/2/2006
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I N 0
a
ul
Type.... Chn-Circular
Name.... 30" RCP-2 Page 6.05
File.,.. J:\PPACK\RenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
Solution to Mannings Open Channel Flow Equation
(Computed values are based on normal depth.)
CIRCULAR CROSS SECTION
Slope = .005000 ft/ft
Mannings n = 0.01300
Invert Elev. _ .00 ft
Top of Channel = 2.50 ft
Diameter = 2.5000 ft
Elej. Depth Flow Vel. Area Top W. Wet,p, Hd Froude
(ft) (cfs) (ft/sec) (sq.ft) (ft) (ft) (ft) No.
1.850 1.85 26.03 6.68 3.8946 2.19 5.18 1.78 0.88
1.900 1.90 26.85 6.71 4.0028 2.14 5.29 1.87 0.86
1.950 1.95 27.63 6.72 4.1080 2.07 5.41 1.98 0.84
2.000 2.00 28.35 6.73 4.2098 2.00 5.54 2.10 0.82
2.050 2.05 29.01 6.73 4.3079 1.92 5.66 2.24 0.79
2.100 2.10 29.61 6.73 4.4018 1.83 5.80 2.40 0.77
2.150 2.15 30.14 6.71 4.4910 1.73 5.94 2.59 0.74
2.200 2.20 30.57 6.68 4.5751 1.62 6.09 2.82 0.70
2.250 2.25 30.91 6.64 4.6533 1.50 6.25 3.10 0.66
2.300 2.30 31.13 6.59 4.7248 1.36 6.42 3.48 0.62
2.346 2.35 31.20 6.52 4.7831 1.20 6.60 3.97 0.58
2.350 2.35 31.20 6.51 4.7885 1.19 6.62 4.03 0.57
2.400 2.40 31.07 6.42 4.8429 2.450 2.45 30.65 6.27 4.8853 .90 7.15. 4 6.98 0.42
4.94 0.51
2.500 2.50 29.00 5.91 4.9087
.00
.00 7.85 **** ****
1
1
S/N: 021C0162E1C4
PondPack Ver. 09.00.077.00 Timmons Group
Time: 4:56 PM Date: 6/2/2006
Type.... Channel Equations
Name.... 30" RCP-2 Page 6.06
File.... J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
1
SOLUTION TO MANNINGS OPEN CHANNEL FLOW EQUATION
(Computed values are based on normal depth.)
4 = (k/n) * A * (R**2/3) * (S**1/2)
where: English Units
SI units
4 - Channel flow cfs
k = Mannings constant cms
n = Mannings n units85919 1.0
units
R = Hydraulic radius, A/Wp nono units
A - X-section flow area ft m
WP = Wetted fq.ft. sq.m.
S = Slope perimeter ft m
ft/ft m/m
ADDITIONAL OUTPUT VARIABLES:
Vel= Q/A
Hd = A/TpW
F Vel / (g * Hd)**1/2
where: English Units
SI units
Vel= Velocity
4 = Channel flow ft/sec m/sec
cfs
cms
A = X-section flow area sq.
sq.ft, q m
Hd = Hydraulic depth
TpW= Top width for flow area ft
ft m
g = Acceleration of gravity ft/sec**2 m **
F = Froude No. m/sec 2
(Subcritical: F < 1; no units no units
Critical: F = 1; Supercritical: F > 1)
S/N: 021C0162E1C4 Timmons Group
PondPack Ver. 09.00.077.00
Time: 4:56 PM Date: 6/2/2006
Da4120../ £*J,i/Z. 44L-7 S/
Type.... Composite Rating Curve
Name.... Outfall System-2 Page 10.61
File.... J:\PPACR\Kenn\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q
Notes
Converge
Elev.
4 TW Elev Error
ft cfs ft +/-ft Contributing Structures
.00 .00 Free Outfall None contributing
.05 .00 Free Outfall OR
.10 .01 Free Outfall OR
.15 .02 Free Outfall OR
.20 .04 Free Outfall OR
.25 .04 Free Outfall OR
.30 .05 Free Outfall OR
.35 .05 Free Outfall OR
.40 .06 Free Outfall OR
.45 .06 Free Outfall OR
.50 .07 Free Outfall OR
.55 .07 Free Outfall OR
.60 .08 Free Outfall OR
.65 .08 Free Outfall OR
.70 .08 Free Outfall OR
.75 .09 Free Outfall OR
.80 .09 Free Outfall OR
.85 .09 Free Outfall OR
.90 .09 Free Outfall OR
.95 .10 Free Outfall OR
1.00 .10 Free Outfall OR
1.05 .10 Free Outfall OR
1.10 .11 Free Outfall OR
1.15 .11 Free Outfall OR
1.20 .11 Free Outfall OR
1.25 .11 Free Outfall OR
1.30 .12 Free Outfall OR
1.35 .12 Free Outfall OR
1.40 .12 Free Outfall OR
1.45 .12 Free Outfall OR
1.50 .12 Free Outfall OR
1.55 .13 Free Outfall OR
1.60 .13 Free Outfall OR
1.65 .13 Free Outfall OR
1.70 .13 Free Outfall OR
1.75 .14 Free Outfall OR
1.80 .14 Free Outfall OR
1.85 .14 Free Outfall OR
S/N: 021C0162E1C4 Timmons Group
PondPack Ver. 09.00.077.00
Time: 4:56 PM Date: 6/2/2006
Type.... Composite Rating Curve
Name.... Outfall System-2
Page 10.62
File.... J:\PPACK\Kenn\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q
- Notes
Converge --------- ---------
Elev. Q TW Elev Error ------'
ft
--- t--- cfs ft +/-ft
------- ------ Contributing Structures
1.90 -- '--`-
14 --- ____
Free Outfall OR
---- ----_--'---
1.95 .14 Free Outfall OR
2.00 .15 Free Outfall OR
2.05 .15 Free Outfall OR
2.10 .15 Free Outfall OR
2.15 .15 Free Outfall OR
2.20 .15 Free Outfall OR
2.25 .15 Free Outfall OR
2.30 .16 Free Outfall
OR
2.35 .16 Free Outfall OR
2.40 .16 Free Outfall
2.45 .16 Free Outfall OR
2.50 .16 Free Outfall OR
OR
2.55 .16 Free Outfall OR
2.60 .17 Free Outfall OR
2.65 .17 Free Outfall
OR
2.70 .17 Free Outfall OR
2.75 .17 Free Outfall OR
2.80 .17 Free Outfall
OR
2.85 .17 Free Outfall OR
2.90
2.95
3.00
.18 Free Outfall
.18 Free Outfall OR
.18 Free Outfall OR
OR
3.05 .18 Free
3.10 Outfall OR
18 Free Outfall OR
3.15 .18 Free Outfall OR
3.20 .19 Free
3.25 Outfall OR
19 Free Outfall OR
3.30 .19 Free Outfall OR
3.35 .19 Free Outfall OR
3.40 .19 Free Outfall OR
3.45 .19 Free Outfall OR
3.50 .19 Free Outfall
OR
3.55 .20 Free Outfall OR
3.60 .20 Free Outfall
3.65 .20 Free Outfall OR
3.70 .20 Free Outfall OR
OR
3.75 .20 Free Outfall OR
f
S/N: 021C0162E1C4
PondPack Ver. 09.00.077.00 Timmons Group
Time: 4:56 PM Date: 6/2/2006
inim
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N U
0 ro
a
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z o
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La al
Type.... Composite Rating Curve
Name.... Outfall System-2
Page 10.64
File... . J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
***** COMPOSITE OUTFLOW SUMMARY *►**
WS Elev, Total Q
Notes
---------- Converge ___Elev. Q TW Elev --
ft cfs Error
______- --_ft- +/-ft Contributing Structures
5.70
.25 Free Outfall OR
-------------
5.75 .25 Free Outfall OR
5.80 .25 Free Outfall
5.85 .25 Free Outfall OR
OR
5.90 .25 Free Outfall OR
5.95 .25 Free Outfall OR
6.00 .26 Free Outfall OR
6.05 .26 Free Outfall
OR
6.10 .26 Free Outfall OR
6.15 .26 Free Outfall OR
6.20 .26 Free Outfall OR
6.25 .26 Free Outfall OR
6.30 .26 Free Outfall OR
6.35 .26 Free Outfall
OR
6.40 .26 Free Outfall OR
6.45 .26 Free Outfall OR
6.50 .27 Free Outfall
OR
6.55 .27 Free Outfall OR
6.60 .27 Free Outfall
6.65 .43 Free Outfall OR +WR
6.70 .71 Free Outfall OR +WR
OR +WR
6.75 1.09 Free Outfall
6.80 1.53 Free Outfall OR +WR
6.85 2.03 Free Outfall OR +WR
6.90 2.58 Free Outfall OR +WR
6.95 3.18 Free Outfall OR +WR
7.00 3.83 Free Outfall OR +WR
7.05 4.52 Free Outfall OR +WR
7.10 5.25 Free Outfall OR +WR
7.15 6.01 Free Outfall OR +WR
7.20 6.81 Free Outfall OR +WR
7.25 7.65 Free Outfall OR +WR
7.30 8.51 Free Outfall OR +WR
7.35 9.41 Free Outfall OR +WR
7.40 10.34 Free Outfall OR +WR
7.45 11.30 Free Outfall OR +WR
7.50 12.28 OR +WR
7.55 Free Outfall OR +WR
13.30 Free Outfall OR +WR
S/N: 021C0162E1C4
PondPack Ver. 09.00.077.00 Timmons Group
Time: 4:56 PM Date: 6/2/2006
Type.. .. Composite Rating Curve
Name.... Outfall System-2 Page 10.65
File. ... J:\PPACK\RenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
WS Elev, Total Q"`** COMPOSITE OUTFLOW SUMMARY ****
Notes
---
Converge --------- -- -- -
Elev. Q TW Elev Error ------
-- ---
ft
7.60
7.65
7.70
7.75
7.80
7.85
7"90
7'95
ft +/-ft Contributing Structures
14.34 Free Outfall ------
15.41 Free Outfall OR +WR
16.50 Free Outfall OR +WR
17.62 Free OR +WR
18.76 Free Outfall OR +WR
19.93 Free Outfall OR +WR
21.12 Free Outfall OR +WR
22.34 Free Outfall OR +WR
8.00 23.57 Free Outfall OR +WR
8.05 24.83 Free Outfall OR +WR
OR +WR
8.10 26.11 Free Outfall
8.15
8.20
8.25
27.42 Free Outfall OR +WR
28.74 Free Outfall OR +WR
30.08 Free Outfall OR +WR
8.30 31.45 Free Outfall OR +WR
8.35 32.83 Free Outfall OR +WR
8.40 34.24 Free Outfall OR +WR
OR +WR
8.45 35.66 Free Outfall
OR +WR
8.50 37.11 Free Outfall
8.55 38.57 OR +WR
Free Outfall OR +WR
8.60 40.05 Free Outfall OR +WR
8.65 41.55 Free Outfall OR +WR
8.70 43.07 Free Outfall OR +WR
8.75 44.61 Free Outfall OR +WR
8.80 46.17 Free Outfall OR +WR
8.85 47.74 Free Outfall OR +WR
8.90 49.33 Free Outfall OR +WR
1
S/N: 021C0162E1C9
PondPack Ver. 09.00.077.00 Timmons Group
Time: 4:56 PM Date: 6/2/2006
Type. ... Pond E-V-Q Table
Name. .. . BIOFILTER Page 11.01
File. .. . J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
LEVEL POOL ROUTING DATA
HYG Dir = J:\PPACK\KenR\
Inflow HYG file = NONE STORED - BIOFILTER IN 2
Outflow HYG file = NONE STORED - BIOFILTER OUT 2
Pond Node Data = BIOFILTER
Pond Volume Data - BIOFILTER
Pond Outlet Data - Biofilter Out
No Infiltration
INITIAL CONDITIONS
-----------------
-----------------
Starting WS Elev =
ft
Starting Volume = .00
.140
ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. - .
Starting Total .00 cfs
Qout=
Time Increment .00 cfs
_ .0100 hrs
Elevation Outflow Storage
ft cfs Infilt. Q Total 2S/t + 0
ac-ft cfs
.00cfs cfs
.00 .140
.10 .00 .141 .00 .00 338.80
.20 .00 .142 .00.00 .00 341.22
.40.30 .00 .143 .00 .00 343.64
.00 .144 .00 346.06
.50
60 00 145 .00 .00 348.48
00 .146 .00 .00 350.90
80 00 197 •00 .00 353.32
00 .148.70 . .00 .00 355.74
1.00 .00
.90 00 .149 .00 .00 358.16
1.10 .00 .150 00 .00 360.58
1.20 .00 .157 .00 363.00
.00
1.30 00 .164 .00 .00 379.94
1.40 00 .171 .00 .00 396.88
1.50 00 .178 .00 .00 413.82
1.60 .00 •185 .00 430.76
.00 .192 .00 .00 447.70
.00 1.80 .001.70 .199 .00 .00 464.64
1.90 .00 .206 .00 .00 481.58
.00 .213 .00 .00 498.52
.00 515.46
S/N: 021C0162E1C4
PondPack Ver. 09.00.077,00 Timmons Group
Time: 4:56 PM Date: 6/2/2006/ /2006
Type.... Pond E-V-Q Table
Name.... BIOFILTER Page 11.02
File.. .. J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
LEVEL POOL ROUTING DATA
HYG Dir a J:\PPACK\KenR\
Inflow HYG file = NONE STORED - BIOFILTER IN 2
Outflow HYG file - NONE STORED - BIOFILTER OUT 2
Pond Node Data - BIOFILTER
Pond Volume Data = BIOFILTER
Pond Outlet Data = Biofilter Out
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = .00 ft
Starting Volume = .140 ac-ft
Starting Outflow - .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment - .0100 hrs
Elevation Outflow Storage
Infilt. Q Total 2S/t 0
ft cfs ac-ft
cfs cfs cfs
2.00 .00 .220
2.10 .31 .235 .00.00 .00 569.01
2.30 2.20 .89 .250 .00 .31 6 . 9
1.63 .265 .893 605.893
2.40 2.51 .280 .00 . 1 680.11
2.50 3.51 .295 .00 2.51 17.41
2.60 4.61 .310 .00 3.51 717.41
2.70 5.81 .325 .00 4.61 754.8122
2.80 7.11 .340 .00 5.81 89.91
2.90 8.48 .355 .00 7.11 829.915
3.00 9.93 .370 .00 8.483 905.33
3.10 11.46 .385 .00 9.93 905.33
3.20 13.06 •00 11.46 943.16
3.20 14.726 .4150 .00 13.06 981.06
3.40 16.46 .00 14.72 1019.02
3.50 18.25 .430.40 .00 16.46 1057.06
3.60 8.25 45 .00 18.25 1095.15
3.70 0 .4604 .00 20.11 1133.31
3.80 22.0324.00 .4905 .00 22.03 1171.53
3.90 26.03 .505 .00
00 24.00 1209.80
26.03 1248.13
S/N: 021C0162E1C4 Timmons Group
PondPack Ver. 09.00.077.00
Time: 4:56 PM Date: 6/2/2006
Elev.vs.Time
BIOFILTER OUT 2
3.0- !}
_.._ _.
> -
. a)
w
1.0-
-I
0.0 It 1 1 I I t I h 1 I 1 i 1 1 I 1 I I f I I I I I
• 0 1 2 3 4 5 6 7 8 9 10 11 12 13
Time(hrs)
•
Elev. vs.Time
BIOFILTER OUT 10
4
3
v
2
1
1
0
0 1 �—'
2 3 4 5
6 7 8 9
T 10 11 12 13
Time(hrs)
Elev. vs.Time
BIOFILTER OUT 100
5
4 n
3 I
v
l ,
1
0
0 1 2 3 ► i ► i i i ► r
4 5 6 7 8 9 10 11 12 13
Time(hrs)
Type.... Vol: Elev-Volume
Name.... BIOFILTER
Page 9.01
File.... J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
USER DEFINED VOLUME RATING TABLE
Elevation Volume
(ft) (ac-ft)
------ --
.00 .140
1.00 .150
2.00 .220
3.00 .370
4.00 .520
5.00 .910
S/N: 021C0162E1C4
Pondpack Ver. 09.00.077.00 Timmons Group
Time: 4:56 PM Date: 6/2/2006
Type.. .. Vol: Elev-Volume
Name.. .. STORM SEWER-1 Page 9.02
File.. . . J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
USER DEFINED VOLUME RATING TABLE
Elevation Volume
(ft) (ac-ft)
.00 .000
.90 .002
1.90 .015
2.90 .038
3.90 .068
4.90 .100
5.90 .133
6.60 .151
7.00 .157
8.00 .172
8.90 .183
S/N: 021C0162E1C9
PondPack Ver. 09.00.077.00 Timmons Group
Time: 4:56 PM Date: 6/2/2006
Type... . Vol: Elev-Volume
Name.... STORM SEWER-2 Page 9.03
File.... J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
USER DEFINED VOLUME RATING TABLE
Elevation Volume
(ft) (ac-ft)
.00
.000
.90 .002
1.90 .015
2.90 .038
3.90 .068
4.90 .100
5.90 .133
6.60 .151
7,00 .157
8.00 .172
8.90 .183
S/N: 021C0162E1C4 Timmons Group
PondPack Ver. 09.00.077.00 Time: 4:56 PM
Date: 6/2/2006
FiAJAL /47‘,7/A1 - P4>S7 /, v54p,,
Type.. . . Master Network Summary
Name. ... Watershed Page 2.04
File. . . . J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW
MASTER DESIGN STORM SUMMARY
Default Network Design Storm File, ID
Alb Co 11-05 Sto
Rainfall
Return Event Type
IDF ID
2 I-D-F Curve Alb Co- 2 Yr.
10 I-D-F Curve
100 Alb Co- 10 Yr
I-D-F Curve Alb Co- 100 Yr
MASTER NETWORK SUMMARY
Modified Rational Method Network
(•Node-Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR-Left6Rt)
Node ID hrs cfs Return HYG Vol Qpeak Max
Type Event ac-ft Trun Q Max t Pond Storage
cfs ft
BIOFILTER IN POND ac-ft
BIOFILTER IN POND 10 . .4300 17.58
32
1.032
BIOFILTER IN POND 100 1.448 .46009 36.60
.3900 36.60
BIOFILTER OUT POND 2
BIOFILTER OUT POND 'SB9 -5400 9.61
10 .952 .56002.985 .3674
BIOFILTER OUT POND 100 18.75 4.05 .540
1.368 .5000 29.21
4.05 .540
DETENTION AREA 1 AREA 2
DETENTION AREA 1 AREA 10 .475
.2167 9.85
DETENTION AREA 1 AREA 100 .644075 .2167 12.32
.640 .2167 19.35
DETENTION AREA 2 AREA 2
DETENTION AREA 2 AREA 10 .269 .2167 8.67
DETENTION AREA 2 AREA 100 .430 .2167 .6
.609 .2167 13.00
JUNCTION1 JCT 2
JUNCTION1 JCT 10 .475 75 .3400 9.85
JUNCTION' JCT 100 .640 .200 12.32
.2700 19.35
I
S/N: 021C0162E1C4 Timmons Group
PondPack Ver. 09.00.077.00
Time: 4:25 PM Date: 6/2/2006
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Type.... Pond Routing Summary
Name.... BIOFILTER OUT Tag: 2 Page 11.07
Even : 2
File.... J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTALtPPW yr
Storm.., Alb Co- 2 Yr. Tag: 2
LEVEL POOL ROUTING SUMMARY
HYG Dir - J:\PPACK\KenR\
Inflow HYG file - NONE STORED - BIOFILTER IN 2
Outflow HYG file - NONE STORED - BIOFILTER OUT 2
Pond Node Data - BIOFILTER
Pond Volume Data - BIOFILTER
Pond Outlet Data - Biofilter Out
No Infiltration
INITIAL CONDITIONS
Starting WS Elev =
Starting Volume - .00 ft
Starting Outflow = 140 ac-ft
.00 cfs
Starting Ir. = ▪00 cfs
Starting Totallt Qout=
Time Increment 00 cfs
' - .0100 hrs
! INFLOW/OUTFLOW HYDROGRApH SUMMARY
--a=�---- _
Peak w Inflo ---__--__�--___--===a-==---------------
Peak nlw - 17.58 cfs at .4300 hrs
9.61 cfs at .5400 hrs
Peak Elevation = 2.98 ft
Peak Storage -
.367 ac-ft
MASS BALANCE (ac-ft)
+ Initial Vol - .140
+ HYG Vol IN = .669
- Infiltration = .000
- HYG Vol OUT = .589
- Retained Vol = .220
Unrouted Vol - -.000 ac-ft
(.000% of Inflow Volume)
S/N: 021C0162E1C9
PondPack Ver, Timmons Group
09.00.077.00 Time: 4:56 PM
Date: 6/2/2006
Type... . Pond Routing Summary
Name.... BIOFILTER OUT Tag: 10
File.... J:\ppACK\Kenn\DETENTION AREA 6 REVISED- 6-2-06Page 11.08
yr
Storm... Event: 10 yr
Alb Co- 10 Yr Tag: 10 SUBMITTAL.PPW
LEVEL POOL ROUTING SUMMARY
HYG Dir = J:\ppACK\KenR\
Inflow HYG file = NONE STORED - BIOFILTER IN 10
Outflow HYG file = NONE STORED - BIOFILTER OUT 10
Pond Node Data = BIOFILTER
Pond Volume Data = BIOFILTER
Pond Outlet Data = Biofilter Out
No Infiltration
INITIAL CONDITIONS
------------------
Starting WS Elev
ft
Starting Volume = 0 40 ac-ft
Starting Outflow .000cfs c
Starting Infiltr. a cfs
.00 cfs
Qout=
Starting Total
Time Increment .00 cfs
.0100 hrs
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
sss cases_-ass__=sm__
Peak Inflow
Peak Inflow
a 24.27 cfs at .4600 hrs
18.75 cfs at .5600 hrs
------------- ____
Peak Elevation 3 -----
t
Peak Storage = 449 a
. c
449 c-ft
MASS BALANCE (ac-ft)
--------------------------
+ Initial Vol =
0
+ HYG Vol IN . 4
- Infiltration = 1.002
- HYG Vol OUT = .000
- Retained Vol = . 52
2
.220
Unrouted Vol =
-.000 ac-ft (.000% of Inflow Volume)
S/N: 021C0162E1C9
PondPack Ver. 09.00.077.00 Timmons Group
Time: 4:56 PM Date: 6/2/2006
Type. ... Pond Routing Summary
Name.. .. BIOFILTER OUT Tag: 100 Page Event: 011.09
0yr
File. ... J:\PPACK\KenR\DETENTION AREA 6 REVISED- 6-2-06 SUBMITTAL.PPW yr
Storm... Alb Co- 100 Yr Tag: 100
LEVEL POOL ROUTING SUMMARY
HYG Dir = J:\PpACK\KenR\
Inflow HYG file = NONE STORED - BIOFILTER IN 100
Outflow HYG file - NONE STORED - BIOFILTER OUT 100
Pond Node Data = BIOFILTER
Pond Volume Data = BIOFILTER
Pond Outlet Data = Biofilter Out
No Infiltration
INITIAL CONDITIONS
Starting WS Elev - .00 ft
Starting Volume = .140 ac-ft
Starting Outflow - .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout=
Time Increment _ .00 cfs
.0100 hrs
INFLOW/OUTFLOW HYDROGRApH SUMMARY
Peak Inflow = 36.60 cfs at .5.3
Peak Outflow a 000 hrs
29.21 cfs at .5000 hrs
Peak Elevation = 4.05 ft
Peak Storage = .540 ac-ft
MASS BALANCE (ac-ft)
+ Initial Vol = .140
+ HYG Vol IN 1.448
- Infiltration = .000
- HYG Vol OUT = 1.368
- Retained Vol = .220
Unrouted Vol - -.000 ac-ft
(.000% of Inflow Volume)
S/N: 021C0162E1C4 Timmons Group
PondPack Ver. 09.00.077.00
Time: 4:56 PM Date: 6/2/2006